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joeNo 4 293 84 �A 8-15-84 • <br /> Johnson Construction chen ana associates, inc. $ , 2 <br /> -- GAILY REPORT NO SHEET OF <br /> 899 Ashley Road , CONSULTING GEOTECHNICAL ENGINEERS <br /> SUBJECT FILL OBSERVATION d TESTING <br /> 5080 Rd 154 <br /> _�_ra i g, CO 81625 5UI(&FOUNDATION Glenwood Springs CO81601 Mid Continent Embankment Compact j nn <br /> ___ Att_n:_ Bud Bower I NGIIII I RING Testing <br /> BG=Below Grade <br /> LABORATORY FIELD <br /> DEPTH <br /> TEST <br /> NO LOCATION TEST OR MAXIMUM DRY MOISTURE COMPAC. SOIL TYPE <br /> TYPE ELEVATION DRY OMC DENSITY CONTENT TION <br /> I IM.q DENSITY (%I IPd) IXl 1*1 <br /> (Pcf) <br /> a Embankment 2, 110 ' N. of S. end of N 4' BG 127.0 8.7 123.3 14.6 <br /> embankment 10 ' W. of centerline 97 Clayey sandy gravel <br /> 32 (embankment , 10' E. of centerline Embankment 2, 35' N. of S . end of N 4 ' BG 127.0 8.7 125.8 10.5 99 11, <br /> 25' N. of S. end of embankment , at N 6' BG 127.0 3.7 130.2 11 .0 100+ 11 " <br /> 30Alcenterline <br /> Embankment 3, 70' N. of S. end of <br /> 33 embankment at centerline N 6' BG 127.0 8.7 115.8 12.2 91 11 " <br /> Embankment 3, 20' N. of S. end of <br /> 34 embankment , at centerline N 6' BG 127.0 8.7 118.9 10.5 94 11 " <br /> 35 Embankment 3, 80' E. of W. end of N 9 ' BG 127.0 8.7 114.4 15.0 90 11 " <br /> embankment, at centerline <br /> Embankment 3, 70' N. of S. end of <br /> 33A embankment , at centerline N 6' BG 127.0 8.7 117. 1 12.2 92 11 " <br /> SPECIFICATION COMPACTION & MATERIAL 95% standard Proctor density. O In our opinion. fill generally meets specifications as indicated by <br /> test no.(s) <br /> O In our opinion, fill does not meet specifications as Indicated by <br /> Type and number of earth moving units Dozer test no(s) and should be removed or reworked <br /> Type and number of compaction units V i b. roller )Q Fill tested meets specifications <br /> Number of passes thickness of lift it <br /> A] Contractor advised <br /> Method of adding moisture <br /> Natural 0 Full time observation Cx Part time observation <br /> PROGRESS REPORT Pond 3 is about 600' west of wash plant <br /> This report presents opinions formed as a result of our observation of fill placement We have retied 3 PIcNlc. <br /> on the contractor to continue applying the recommended compactive effort and moisture to the fill <br /> during limes when our observer Is not observing operations Tests are made of the fill only as <br /> hPlleved npcessary to calibrate our observers judgement Test data are not the sole basis for <br /> opinions on whether the fill meets specifications <br /> cc: Mid Continent Resources — <br /> Frank Quinn Hans Froeschle <br /> OBSERVER APPROVED BY <br />